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EXISTING STORM OB.•1685 PG.724
\ DRAIN 12' RCP jEXISTING ZONING RURAL AREAS
(SEE NOTE 16) / 1 HOUSE AC: 4.82
IXIST/NG STORM
DRAIN 12' RCP IUSE HO G
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DRAIN RCP
(SEE NOTE /6) � pQQ +l
EXIS77NG 15' S6T 73 i�J >!, J
INGRESS /EGRESS EASEMENT PROPOSED 99' -2' 4g /v ,aA EDX^NC STORM
AND UT/L /1Y EASEMENT MONOPOLE I Bp 1• /" 6
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1 SITE PLAN
Z1 SCALE: 1'=100'
GRAPHIC SCALE
(IN FEET)
1INCH= IN FEET
PROPERTY IS LOCATED IN FEMA DEFINED ZONE 'X' COMMUNITY PANEL
NO. 51003CO450D EFFECTIVE 4, 2005
THE LOCATIONS AND SIZES OF THE THREE STORM PIPES SHOWN ALONG
THE ACCESS ROAD ARE COMPILED FROM AN UNRECORDED SURVEY BY
HALDER SURVEYS P.C. DATED 5 -31 -2013. THESE LOCATIONS HAVE NOT
BEEN FIELD VERIFIED.
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4801 COX ROAD, SUITE 300
GLEN ALLEN, VA 23060
COMMUNICATIONS, INC.
4805 LAKE BROOK DRIVE, SUITE 10;
GLEN ALLEN, VA 23060
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REVISIONS
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DATE I DESCRIPTION
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SITE PLAN
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STRONG WELL '
EXISTING STORM DRAIN
(11" CUP)
/ a7STING STORM DRAIN
,/ T rX/S77NG AT &T
EXISTING U77LITY S 0 b" EQUIPMENT GAB /NET -
/ / RACKROARD / (NP)
,7 20 / / E- 1S7/NG CABLE /'- --
// R/OG£ (7YP.) (T WOPOL
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CONCRE7F EQUIPMENT
PAD /
EX /STING 73' WOOD / l
POLE -TO BE REMOVED
(TOWER 11)
/ EX /STING TREE
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SEE PAGES C -2 & C -3 / / PROPOSED AT &T
(7)P.) EQUIPMENT CABINET
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AT &T LEASE AREA
LINE
BEARING
D /STANCE
L 1
566'0978 E
30.00'
L2
523'50'3211'
30.00'
L3
N66- 09'28 -W
30.00'
L4
N23'5"27
30.00'
STING AT&T CONCRETE
//PMENT PAD
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1 COMPOUND PLAN
C1 scALer =1o'
TOWER SIZING CHART
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EX. TOWER 1
EX. TOWER 12
PROPOSED TOWER
ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIES
COMPANY OR OTHER PUBLIC AUTHORITIES.
WOODEN POLE
STEEL POLE
57FEL POLE
NORTHING
3880072.39
3880060.97
3880081.11
LASTING
11505301.43
11505326.92
11505304.73
LA77TUDE
375844.752"
375844.631 "
375844.845'
LONGITUDE
772520.448"
772520.111"
7725'20.388"
GROUND ELEV.
448.4'
445.5'
448.9'
TOP ELEV.
521.4'
518.8'
549.9'
HEIGHT AG
73.0'
733'
100.0'
2' TALL X 10
LIGHTNING ROD
TOP OF LIGHTNING ROD
ELEV -102.0 AGL
PROPOSED LICENSEE ANTENNA CENTERLINE A
ELEV -97.0' AGL
PROPOSED AT &T ANTENNAS
TO REPLACE EXISTING ANTENNAS
(1 PER SECTOR -3 TOTAL)
PROPOSED 99' -2'
STEEL MONOPOLE TOWER
TO BE DESIGNED WITH A
FALL/COLLAPSE RADIUS
OF 30'
2 ELEVATION
G1 SCALE: 1 ^ = 10'
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GENERAL NOTES
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1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES
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ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIES
COMPANY OR OTHER PUBLIC AUTHORITIES.
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2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS
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AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE,
NB -C ENGINEERING SERVICES, LLC.
COUNTY OR MUNICIPAL AUTHORITIES.
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3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN
WRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE
SUBMISSION BIDS PERFORMANCE WORK. MINOR OMISSIONS OR
ERRORS IN THE HE BID DOCUMENTS NOT SHALL NOT RELIEVE THE CONTRACTOR
FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL
EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION.
THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF
CONSTRUCTION OF THIS FACILITY.
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COMMUNICATIONS, INC.
5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING
ALL MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS
4805 LAKE BROOK DRIVE, SUITE 103
PROJECT. ALL EQUIPMENT SHALL BE INSTALLED ED IN ACCORDANCE WITH
GLEN ALLEN, VA 23060
THE MANUFACTURER'S RECOMMENDATIONS.
6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING
A BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN
ACCORDANCE WITH THE CONTRACT DOCUMENTS.
7. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AZIMUTH
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ENGINEERING PRIOR TO INSTALLATION.
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B. TRANSMITTER EQUIPMENT AND ANTENNAS ARE DESIGNED TO MEET
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ANSI/ilA 222 -G REQUIREMENTS.
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LIBERTY PLAZA 1
S. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL
4801 COX ROAD, SUITE 300
10, CONTRACTOR SHALL MAKE A UTILITY 'ONE CALL" TO LOCATE ALL
GLEN ALLEN, VA 23060
UTILITIES PRIOR TO EXCAVATING.
11. IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THE
PROJECT AREA, CONTRACTOR MUST LOCATE IT AND CONTACT THE
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MOYER PROPERTY
APPLICANT & THE OWNER'S REPRESENTATIVE.
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SITE#CV361
12 IS LIMITED TO PERIODIC NT MAINTENANCE AND INSPECTION BY
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1863 THOMAS
APPROXIMATELY MONTH.
13. PRIOR TO THE INSTALLATION OF THE PROPOSED EQUIPMENT OR
JEFFERSON PARKWAY
MODIFICATION OF THE EXISTING STRUCTURE, A STRUCTURAL ANALYSIS
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CHARLOTTESVILLE, VA 22902
SHALL BE PERFORMED BY THE OWNER'S AGENT TO CERTIFY THAT THE
EXISTING /PROPOSED COMMUNICATION STRUCTURE AND COMPONENTS ARE
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ALBEMARLE COUNTY
STRUCTURALLY ADEQUATE TO SUPPORT ALL EXISTING AND PROPOSED
ANTENNAS, COAXIAL CABLES AND OTHER APPURTENANCES.
14. PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS, TAX MAPS,
AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN
REVISIONS
ACCURATE BOUNDARY SURVEY.
15. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF
RECORD.
16. THE PROPOSED FACILITY WILL CAUSE ONLY A "DE MINIMIS" INCREASE IN
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STORMWATER RUNOFF. THEREFORE, NO DRAINAGE STRUCTURES ARE
PROPOSED.
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17. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WALL RESULT FROM
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THIS FACILITY.
18. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION
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(NO HANDICAP ACCESS REQUIRED).
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REVISED PER COMMENTS
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19. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR
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PRELMINARYZD
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SANFAITY SERVICE
20. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER.
REV
DATE
DESCRIPTION
BY
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Lic. No. 049978
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PHAWCE TREE IH-
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1 TREE INVENTORY
C -3 SCALE: 1' =20'
GRAPHIC SCALE
A 0 10 20 W
(IN FEET)
I INCH= 20 FEET
DEAD TREE W/ BROKEN
TOP (12' OAK) AND SMALL
UNDERSTORY TREES TO BE
REMOVED FOR CRANE ACCESS
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(12" CARP)
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EXISTING VERIZON
CONCRETE EODIPMENT
PAD
GENERAL NOTES
1. TREE INVENTORY PREPARED BY BALZER AND ASSOCIATES.
2. EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING TREES THAT ARE TO REMAIN.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF COMPENSATION OF DAMAGED TREES.
4. SITE SHALL BE MAINTAINED IN ACCORDANCE WITH A TREE CONSERVATION PLAN TO BE PREPARED BY A
CERTIFIED ARBORIST, AS REQUIRED BY SEC 5.1.40(C)(4).
5. THE 18' OAK IS THE REFERENCE TREE DENOTED BY 'H' ON THE PLAN. THE DRIPUNE IS WITHIN 22' -0'
OF THE PROPOSED STEEL MONOPOLE.
TREE SIZING CHART
EXISTING GRAVEL
DRIVEWAY
DEAD TREE TO BE REMOVED
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50' RADIUS AROUND
PROPOSED TOWER CEN11Ti
�'
(DEFYING 10' OAK)
EXISTING AT&T EA E AREA
LEASE AREA
PROPOSED AT &T 99' -2'
MONOPOLE
TOP ELEVATION
EXISTING STORM DRAIN /
I(12
" CARP) __
OAK
/ EXISTING AT &T CONCRETE
EODIPMENT PAD
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POLE -TO BEREMO�ED l � l `MONOPOLE
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PHAWCE TREE IH-
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1 TREE INVENTORY
C -3 SCALE: 1' =20'
GRAPHIC SCALE
A 0 10 20 W
(IN FEET)
I INCH= 20 FEET
DEAD TREE W/ BROKEN
TOP (12' OAK) AND SMALL
UNDERSTORY TREES TO BE
REMOVED FOR CRANE ACCESS
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EXISTING STORM DRAIN
(12" CARP)
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EXISTING VERIZON
CONCRETE EODIPMENT
PAD
GENERAL NOTES
1. TREE INVENTORY PREPARED BY BALZER AND ASSOCIATES.
2. EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING TREES THAT ARE TO REMAIN.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF COMPENSATION OF DAMAGED TREES.
4. SITE SHALL BE MAINTAINED IN ACCORDANCE WITH A TREE CONSERVATION PLAN TO BE PREPARED BY A
CERTIFIED ARBORIST, AS REQUIRED BY SEC 5.1.40(C)(4).
5. THE 18' OAK IS THE REFERENCE TREE DENOTED BY 'H' ON THE PLAN. THE DRIPUNE IS WITHIN 22' -0'
OF THE PROPOSED STEEL MONOPOLE.
TREE SIZING CHART
NAME
CALIPER
SPECIES
GROUND ELEVATION
TOP ELEVATION
HEIGHT AGL
A
14'
OAK
454.2'
525.2'
71.0'
B
14'
OAK
452.4'
510.7'
58.2'
C
14'
OAK
451.8'
503.1'
51.2'
D
14'
OAK
451.7'
503.6'
51.8'
E
14'
OAK
453.0'
514.0'
61.0'
F
16'
OAK
449.7'
516.7'
67.0'
G
12'
OAK
449.3'
517.2'
68.0'
H
18'
OAK
448.2'
1 539.7'
91.5'
J
13'
OAK
445.4'
506.8'
61.4'
K
10'
OAK
443.1'
501.0'
58.0'
L
12'
OAK
443.4'
463.0'
19.7'
M
12'
OAK
442.1'
508.4'
66.3'
N
13'
PINE
444.4'
1 504.1'
59.7'
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GLEN ALLEN, VA 23060
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CHARLOTTESVILLE, VA 22902
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REVISIONS
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FINAL
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REV
DATE
DESCRIPTION
BY
TRENT T. SNARR, P.E.
VA PROFESSIONAL ENGINEER LIC. #49978
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1,l 14 OF !
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No. 049978
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TRENT T. SNARR, P.E.
VA PROFESSIONAL ENGINEER LIC. #49978
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OVERALL HEIGHT (TOP OF
2' TALL X 1'0
LIGHTNING ROD
18'0
MAX. AT TOP
PROPOSED LICENSEE ANTENNA CENTERUNE
PROPOSED AT &T ANTENNAS
TO REPLACE EXISTING ANTENNAS —Z
(1 PER SECTOR -3 TOTAL)
PROPOSED 99' -2'
STEEL MONOPOLE TOWER
TO BE DESIGNED WITH A
FALL/COLLAPSE RADIUS
OF 30'
12'
MAX*
PROPOSED ANDREW \
SBNH -1 D6565B —.�
ANTENNA (TYP. OF 3)
PROPOSED CHAN
MOUNT
PROPOSED 99' -2'
STEEL MONOPOLE TOWER
30'0
MAX. AT BASE
FLANGE TO CONNECT
ADDITIONAL TOWER SECTION
FOR FUTURE TREE GROWTH
PROPOSED MOUNTING
PIPE (TYP. OF 3)
2 MOUNTING DETAIL
C-0 NTS
TOP OF CANOPY
1 ELEVATION
C4 SCALE: V 10'
GRAPHIC SCALE
(IN FEET)
1 INCH= 10 FEET
REFERENCE TREE IDENTIFIED AS
18' OAK TREE -91.5' AGL SEE PAGE C -3.
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GENERAL NOTES
MOYER PROPERTY
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1. NO COMMERCIAL ADVERTISING MATERIAL WILL BE USED IN CONJUNCTION
WITH THE NEW TOWER.
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2. LIGHTNING ROD WILL NOT EXCEED 2' ABOVE THE TOWER AND WILL BE
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1' IN DIAMETER.
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3. TOWER, ANTENNAS, EXTENSION PARTS AND ALL NEW GROUND EQUIPMENT
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WILL BE PAINTED TO COUNTY APPROVED COLOR, SHERWIN WILLLAMS
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( #6090) JAVA BROWN.
4. POINT ON THE FACE OF THE ANTENNA SHALL PROJECT MORE THAN
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12
12' FROM THE FACE OF THE STRUCTURE IN WHICH R IS ATTACHED.
5. ALL VERTICAL CABLES, WIRES AND SIMILAR ATTACHMENTS SHALL BE RUN
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VERTICALLY WITHIN THE MONOPOLE'S STRUCTURE.
REVISED PER COMMENTS
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12A2113
ANTENNA NOTES
REV
DATE
DESCRIPTION
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COMMUNICATIONS, INC.
1. ANTENNAS ARE TYPICAL FLUSH MOUNTED DESIGN USING MOUNTING
4805 LAKE BROOK DRIVE, SUITE 103
COLLAR, BRACKET AND PIPE MOUNTS.
GLEN ALLEN, VA 23060
2. FINAL MOUNTING DESIGN MAY VARY SLIGHTLY DEPENDING ON AVAILABILITY
AND SPECIFIC MANUFACTURER.
3. PROPOSED ANTENNAS — ANDREW SBNH- 1D6565B
DIMENSIONS — 72.7'(H) X 11.9'(0) X 7.1'(D)
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REVISED PER COMMENTS
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12A2113
PREIM9NARYZD
REV
DATE
DESCRIPTION
PROPOSED 99' -2'_ • W
STEEL MONOPOLE TOWER \ , w TRENT T. SNARR, P.E.
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Lic. No. 049978
DATE 12/30/13
SSIOML,
PROPOSED 99' -2'_ • W
STEEL MONOPOLE TOWER \ , w TRENT T. SNARR, P.E.
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